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    Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004:;page 04025011-1
    Author(s): Cuihua Li; Libin Yang; Weibing Peng
    Publisher: American Society of Civil Engineers
    Abstract: Bridge health monitoring (BHM) technology serves as an effective tool in obtaining the state information of bridges. However, due to the limited budgets for maintenance of short- and medium-span bridges, BHM cannot be ...
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    Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 001:;page 04021097
    Author(s): Cuihua Li; Bing Lu; Chengtong Wang; Weibing Peng
    Publisher: ASCE
    Abstract: The dynamic performance of a new bridge system utilizing hybrid spread steel box girders, in which the steel box girders are spaced apart instead of conventional multicell box girders, was evaluated based on field tests ...
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    Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008:;page 04022070
    Author(s): Cuihua Li; Fengwei Chen; Dongze Wang; Bing Lu; Weibing Peng
    Publisher: ASCE
    Abstract: The incorporation of expansion joints in the parapet wall of bridge girders is standard practice to account for factors such as temperature differentials, shrinkage, and settlement. Gaining an understanding of the influence ...
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    Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 009:;page 04024067-1
    Author(s): Weibing Peng; Zhixiang Zhu; Cuihua Li; Zenan Shen; Ertugrul Taciroglu
    Publisher: American Society of Civil Engineers
    Abstract: Single-column bridges are widely used for urban overpasses and highway bridges. Rising overturning incidents have exposed the vulnerability of this type of bridge, which is inherently susceptible to overturning collapse. ...
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    Evaluation of Critical Input Directions for Establishing the Maximum Response of Structures under Bidirectional Seismic Action: Case Study of Eight-Story Structures 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024090-1
    Author(s): Cuihua Li; Chengtong Wang; Sashi K. Kunnath; Zhi Zheng
    Publisher: American Society of Civil Engineers
    Abstract: This study quantitatively evaluated the level of conservatism or accuracy of four typical directions used to assess the maximum structural response over all nonredundant seismic input angles: fault-normal and fault-parallel ...
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    Influence of Expansion Joints in Deck Parapets on Localized Cracking in Adjacent Box Girders 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 003:;page 04021002-1
    Author(s): Cuihua Li; Dongping Yang; Weibing Peng; Huan Liu
    Publisher: ASCE
    Abstract: Concrete adjacent box girders are widely used in short- and medium-span highway bridges. Effects of bridge accessories, such as curbs and parapets, on the structural performance are commonly ignored in design, health ...
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    Mechanisms of a Meteorological Drought Onset: Summer 2020 to Spring 2021 in Southwestern North America 

    Source: Journal of Climate:;2022:;volume( 035 ):;issue: 022:;page 3767
    Author(s): Richard Seager; Mingfang Ting; Patrick Alexander; Jennifer Nakamura; Haibo Liu; Cuihua Li; Isla R. Simpson
    Publisher: American Meteorological Society
    Abstract: By summer 2021 moderate to exceptional drought impacted 28% of North America, focused west of the Mississippi, with serious impacts on fire, water resources, and agriculture. Here, using reanalyses and SST-forced climate ...
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